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| 1 | Charges for repairing of leakage in UPVC / HDPE pipe line with PVC coupler & solvent cement etc. including necessary earth excavation, backfilling of soil as required after laying of pipeline, in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, watering etc. complete as per specification & direction of the Engineer-in-charge. i)90 mm dia |
| 2 | ii)110 mm dia |
| 3 | iii)140 mm dia |
| 4 | Providing and fixing GI pipes of Medium class as per IS: 1239 with latest amendment complete with GI fittings including trenching and refilling, cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer-in-charge.A. External work.i) 25 mm dia nominal bore |
| 5 | ii) 40 mm dia nominal bore |
| 6 | iii) 80 mm dia nominal bore |
| 7 | iv) 100 mm dia nominal bore |
| 8 | Clearing of deposited iron in side of laying PVC pipe line in different dia (90/110/140 mm dia) in/c excavating trenching for 100 mtr lead pipe line of required width and depth after 20 mtr distance and 3.00 mtr long in every 100 mtr clearing through UPVC coil pipe and laying the same with necessary couplers and solvent cement etc. ( solvent cement and coupler etc. will be issued by the dept. at free of cost). |
| 9 | Clearing of deposited iron in side of laying CI pipe line in different dia (80/100/125/150 mm dia) and dismantaling old CI pipe in/c trenching , refilling etc. for 100 mtr lead pipe line of required width and depth cutting earth in 25 mtr distance and 12.00 mtr long in each i.e. 36 mtr trenches cutting for every 100 mtr pipe iron through UPVC coil pipe after clearing , washing, laying the same with rubber gasket , pipe lead joints as per direction of Engineer - in - charge ( pig lead will be issued by the dept. at free of cost and rubber gasket and T & P arrange by the agency). |
| 10 | Constructing masonry Chamber 90x90x100 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 fine sand) for sluice valve, with C.I. surface box 100 mm. top diameter, 160 mm bottom diameter and 190 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design (i) With Second Class bricks |
| 11 | Providing and laying of flexible PVC pipe (conforming to IS:7634) complete including earth work as per specification and direction of the Engineer - in - charge (cost of fittings will be paid separately). i) 15 mm dia |
| 12 | ii) 20 mm dia |
| 13 | iii) 25 mm dia |
| 14 | Providing, fixing and laying fabricated UPVC bend of required degree conforming to IS : 10124 ( part 8 / 9 / 10 / 11 / 12 / 13 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. i)90 mm dia |
| 15 | ii)110 mm dia |
| 16 | iii)140 mm dia |
| 17 | Providing, fixing and laying fabricated UPVC equal tee conforming to IS : 10124 ( Part 5 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. i)90 x 90 mm dia |
| 18 | ii)110 x 110 mm dia |
| 19 | iii)140 x 140 mm dia |
| 20 | Providing, fixing and laying fabricated UPVC end cap conforming to IS : 10124 ( Part 4 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. i) 40 mm dia |
| 21 | ii) 90 mm dia |
| 22 | iii) 110 mm dia |
| 23 | Providing, fixing and laying fabricated UPVC straight reducer conforming to IS : 10124 ( Part 3 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge . i)110 x 90 mm dia |
| 24 | ii)140 x 110 mm dia |
| 25 | iii)140 x 90 mm dia |
| 26 | \\"Providing, fixing and laying fabricated UPVC socket / coupler conforming to IS : 10124 ( Part 2 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.\\" i)90 mm dia |
| 27 | ii)110 mm dia |
| 28 | iii)140 mm dia |
| 29 | Providing, fixing and laying flanged fabricated UPVC tailpiece with MS flange ( 8 mm thick ) conforming to IS : 10124 ( Part 6 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. i) 90 mm dia |
| 30 | ii)110 mm dia |
| 31 | iii)140 mm dia |
| 32 | Providing and fixing G.I. Bend /elbow in the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.(i) 15 mm dia |
| 33 | (ii) 20 mm dia |
| 34 | (iii) 25 mm dia |
| 35 | (iv) 40 mm dia |
| 36 | v) 80 mm dia |
| 37 | vi) 100 mm dia |
| 38 | Providing and fixing G.I. Reducer with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.i. 20 x 15 mm dia |
| 39 | ii. 25 x 15 mm dia |
| 40 | iii. 40 x 15 mm dia |
| 41 | iv. 40 x 25 mm dia |
| 42 | v) 100 x 80 mm dia |
| 43 | vi) 150 x 100 mm dia |
| 44 | Providing and fixing G.I. Socket as per CPWD specification and direction of the Engineer - in- Charge.(i) 15 mm dia |
| 45 | (ii) 20 mm dia |
| 46 | (iii) 25 mm dia |
| 47 | (iv) 40 mm dia |
| 48 | Providing and fixing GI union as per CPWD specification and direction of the Engineer - in- Charge.(i) 15 mm dia |
| 49 | (ii) 20 mm dia |
| 50 | (iii) 25 mm dia |
| 51 | (iv) 40 mm dia |
| 52 | Providing and fixing brass ferrule with C.I. cover conforming to IS : 2692 including boring and tapping the main as per CPWD specification and direction of the Engineer - in- Charge.i) 10 mm nominal bore |
| 53 | (ii) 15 mm nominal bore |
| 54 | Providing and fitting fixing PVC / Plastic Bib cock conforming to IS: 9763 in hydrant points at different location as per specification and direction of the Engineer - in- Charge.i) 15 mm dia PVC / Plastic Bib cock |
| 55 | Providing and fixing GI full way valve as per CPWD specification and direction of the Engineer - in- Charge.i) 15 mm dia |
| 56 | ii) 20 mm dia |
| 57 | iii) 25 mm dia |
| 58 | iv) 40 mm dia |
| 59 | Providing & fixing GI equal tee with the pipeline in/c testing of joints complete as per CPWD specification and direction of the Engineer-in-charge… i) 40 x 40 x 40 mm dia |
| 60 | ii) 100 x 100 x 100 mm dia |
| 61 | iii) 150 x 150 x 150 mm dia |
| 62 | Providing and fixing G.I. Unequal Tee with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.i. 40 x 40 x 15 mm dia |
| 63 | ii. 40 x 40 x 20 mm dia |
| 64 | iii. 40 x 40 x 25 mm dia |
| 65 | iv) 100 x 100 x 80 mm dia |
| 66 | Providing and laying flanged C.I standard specials such as tees, bends, collars, tapers, caps etc. suitable for flanged jointing as per IS: 1538 as per CPWD specification and direction of the Engineer - in - charge.i)Upto 300 mm dia. |
| 67 | Providing and fitting fixing of GI flange (10 mm wall thickness) by welding with GI/MS pipe and placing position as per specification and direction of the Engineer-in-charge.(i) 80 mm dia |
| 68 | (ii) 100 mm dia |
| 69 | Providing and fixing GI Nipple of medium class as per CPWD specification and direction of the Engineer-in-charge.(i) 15 mm dia 150 mm long |
| 70 | (ii) 20 mm dia 150 mm long |
| 71 | (iii) 25 mm dia 150 mm long |
| 72 | Providing and fitting fixing of C.I. Sluice valve spandle with thread as per direction of the Engineer-in-charge(i) 150 mm dia |
| 73 | (ii) 100 mm dia |
| 74 | Providing and fitting fixing of C.I. Sluice valves(with cap) complete with bolts, nuts, rubber insertions etc.(the tail piece if required will be paid separately) as per CPWD specification and direction of the Engineer-in-charge. (A) 80 mm dia, PN-1.6 |
| 75 | (B) 100 mm dia, PN-1.6 |
| 76 | (C) 125 mm dia, PN-1.6 |
| 77 | (D) 150 mm dia, PN-1.6 |
| 78 | Providing and fitting fixing of GI tyton collar with rubber gasket fitted with MS flat and MS square bar at both ends in/c. nuts & bolts, washer & paiting with anti corrosive black bitermestic paint etc. complete.(i) 80 mm dia |
| 79 | (ii) 100 mm dia |
| 80 | (iii) 125 mm dia |
| 81 | (iv) 150 mm dia |
| 82 | Labour charge for disconnection of domestic water supply connection, hydrant etc. from old pipe line and also reconnection the same to the line in/cl. necessary trenching, boring, tapping the main etc. complete in all respect as per specification and the direction of the Engineer-in-charge. |
| 83 | Providing and fitting fixing PVC suction hose pipes of wall thickness 6 mm as per relevant IS specification and direction of Engineer-in-charge.(i) 80 mm dia |
| 84 | (ii) 100 mm dia |
| 85 | Providing and fitting fixing MS clamp for hose pipes with nuts & bolts complete as per relevant IS specification and direction of Engineer-in-charge.(i) 80 mm dia |
| 86 | (ii) 100 mm dia |
| 87 | Providing and fitting fixing MS foot valve as per relevant IS specification and direction of the Engineer-in-charge.(i) 80 mm dia |
| 88 | (ii) 100 mm dia |
| 89 | Providing and fitting fixing of single phase motor starter panel unit 3.0HP capacity comprising with 2 plate conductor,over load relay,capacitor,volt meter of BCH/L&T make with necessary copper wire etc complete as per direction of the Engineer-in-Charge. |
| 90 | Providing and fixing CIDF Butterfly valve with bolts, nuts, rubber insertions etc. complete as per CPWD specification and direction of the Engineer - in - charge. ( The tail pieces, tappers etc if required will be paid separately)……… i)150 mm dia. |
| 91 | Repairing of non-functional AirBlower of 300m³/hr. Capacity by dismantling, replacement of damaged parts , oiling, breezing and re-assembling, re-alignment and mtc. Pulley, motor, pally etc to make the Blower functional as per direction of the Engineer -in-charge. |
| 92 | Providing & fitting fixing of Electrical starter of approved quality for compressor and agitator as per departmental sample demolishing the existing damaged starter as per direction of the Engineer-in-charge. |
| 93 | Providing and fitting fixing steel sheet enclosed switch fuse unit (suitable for DIN fuses), triple pole with Neutral Link (TPN), 415/500 Volt, L & T / Havell's/BCH make etc. complete as per specification and direction of the Engineer-in-charge.(i) 63 Amps |
| 94 | (ii) 100 Amps |
| 95 | Providing and fitting fixing of Fully Automatic Star Delta type Motor starter ( 3 ph. 50 Hz, 415) in Steel Sheet Enclosures with Contractors and Timer etc. complete suitable for submersible Pump L & T, BCH, ABB make as per specification and direction of the Engineer-in-charge.(i) i) 25HP/18.5 kw Relay range within 13-21 + 10% |
| 96 | ii) 35HP/26 kw Relay range within 20-32 + 10% |
| 97 | Providing and fitting fixing with PVC insulated single core multistrand Copper cable conforming to IS : 694 for inter connection with all electrical equipments of the pannel board as per specification and direction of the Engineer-in-charge.(i) 16 sqmm |
| 98 | Providing and fitting fixing with PVC insulated 3 core flat copper cable conforming to relevant IS code for submersible motor with all necessary equipments and fittings as required as per specification and direction of the Engineer-in-charge.(i) 6.0 Sqmm |
| 99 | Providing and fitting fixing of moving iron type, Range 0-500 V, 96 mm x 96 mm size AC Volt meter ( L & T / AE make) with selector switch as a electrical instrument of the pannel board as per specification and direction of the Engineer-in-charge. |
| 100 | Providing and fitting fixing of moving iron type, Range 0-100/0-200 amps, 96 mm x 96 mm size AC Amps meter direct reading type ( L & T / AE make) with selector switch and CT coil as a electrical instrument of the pannel board as per specification and direction of the Engineer-in- charge. |
| 101 | Providing and fitting fixing of Moulded Case Circuit Breaker(MCCB) of different Thermal release range, 415+V, 50 Hz(L&T, BCH, ABB make) as per specification and direction of the Engineer-in-charge.i) 63-80 Amps |
| 102 | Providing and fitting fixing 3 phase indicating lamp fiited with panel board with three different colour lamps with batten holder complete as per specification and direction of the Engineer-in-charge. |
| 103 | Providing and fitting fixing heavy duty box type(Resin filled) power factor correction capacitor L & T make etc. comnplete as per specification and direction of the Engineer-in-charge.(i) 5-15 kVAr 440 V |
| 104 | Providing and fitting fixing single phasing preventor +selectable under voltage +selectable over voltage on delay 5 sec & off delay 15 sec phase asymmetry 10% L & T/BCH/HAVELS/Siemens etc. make complete as per specification and direction of the Engineer-in-charge. |
| 105 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.a) All Kinds of Soil |
| 106 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 107 | Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete. |
| 108 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. All work upto plinth liveli) 1 : 4 : 8 ( 1 cement : 4 fine sand : 8 graded well burnt brick aggregate of 40 mm nominal size) |
| 109 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. |
| 110 | First class brick work in foundation and plinth including cost of all materials as required complete: i) In cement mortar 1:4 ( 1 cement : 4 fine sand ) |
| 111 | 12 mm cement plaster of mix. i) Cement mortar 1:4 (1 cement : 4 fine sand) |
| 112 | Neat cement punning. Please Enable Macros to View BoQ information |
